Plans_GB_SEG_R2_T_8_Nov_2013_File_1.pdf

PDF 29 MB Posted Nov 19, 2013

Attached to: Green Brook Flood Risk Management Project- Segment R2 Levee Extension and Segment T Levee Raising Borough of Bound Brook, NJ
Solicitation number: W912DS-14-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid_Results_14-B-0002_Greenbrook.pdf	PDF	Feb 12, 2014
Amendment_0007.pdf	PDF	Feb 10, 2014
Amendment_6_specs.pdf	PDF	Feb 3, 2014
Amendment_0006.pdf	PDF	Feb 3, 2014
Amendment_6_Plans_01-29-14.pdf	PDF	Feb 3, 2014
Amendment_0005.pdf	PDF	Jan 17, 2014
Amendment_0004.pdf	PDF	Jan 7, 2014
Amend_3-_specs.pdf	PDF	Dec 23, 2013
Amendment_0003.pdf	PDF	Dec 23, 2013
Amendment_3_Plans.pdf	PDF	Dec 23, 2013
Amendment_0002.pdf	PDF	Dec 17, 2013
Amend_1_Plans-_File_1.pdf	PDF	Dec 9, 2013
Amend_1_Specs.pdf	PDF	Dec 9, 2013
Amend_1_Plans_-File_2.pdf	PDF	Dec 9, 2013
Amendment_0001.pdf	PDF	Dec 9, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_2.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_3.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_4.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_5.pdf	PDF	Nov 19, 2013
Specs_SEGR2T_-_East_Main.pdf	PDF	Nov 19, 2013
Solicitation.pdf	PDF	Nov 19, 2013

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VICINITY PLAN

02500 2500 5000

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NOT TO SCALE

LOCATION PLAN

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SUBMITTED BY:

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FLOOD RISK MANAGEMENT PROJECT

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SUBMITTED BY:

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N.J. L.S. Lic. No. ROGERS SURVEYINGDAN ROGERS

U rb a n T e c h

N.J. P. E. Lic. No. 24GE05040700URBANTECHTOMMY HUANG

N.J. P. E. Lic. No. GE21580SUN ENGINEERSLEONARD JACKSON

O C

T O

B E

SHEET OF 124

EAST MAIN STREET STORM SEWER IMPROVEMENTS

SEGMENT T RAISING AND

SEGMENT R-2 EXTENSION,

NOTE:

SPECIFICATION SECTION 00800, SPECIAL CONTRACT REQUIREMENTS.

FOR A DESCRIPTION OF THE BASE BID AND OPTION ITEMS REFER TO

OCTOBER 2013

AVE

R A

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NUMBER

REFERENCE

SHEET

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E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

N D

X .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

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A N

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G I0

D X .d g n

SHEET OF 124

O C

T O

B E

GENERAL

1 G-001

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

GI001

GI004

COVER SHEET

C-202

C-203

GI005

CS402

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

CG002

VH603

VH604

CT101

CG001

GI006

VH602

CG501

CS401

C-102

B-601

S-001

S-101

S-401

S-403

S-405

S-407

S-302

S-301

E-101

C-306

C-307

C-303

C-309

C-310

C-30873

GI003

C-105

C-106

C-107

B-602

B-603

C-311

V-101

VH601

C-304

C-305

B-604

C-312

INDEX OF DRAWINGS

ABBREVIATIONS

LEGEND

KEY MAP

HYDROLOGIC DATA GREEN BROOK AT MOUTH

HYDROLOGIC DATA VOSSELLER BROOK AT MOUTH

TRUCK TRAFFIC MANAGEMENT CONTROL PLAN

NOT USED17

SEGMENT R-2 - CIVIL

SEGMENT R-2 ALIGNMENT DATA

SEGMENT R-2 BORING LOGS21

22 C-201

C-30123

25 CG101

C-103

C-104

C-501

C-502

SEGMENT R-2 - STRUCTURAL

SEGMENT R-2 - ELECTRICAL

SEGMENT R-2 - SURVEY

SEGMENT R-2 EXISTING TOPO

SEGMENT T - CIVIL

SEGMENT T ALIGNMENT DATA

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 1

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 2

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 1

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 1

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 2

SEGMENT T BORING LOGS SHEET 1

SEGMENT T BORING LOGS SHEET 2

SEGMENT T BORING LOGS SHEET 3

C-302

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 CG502

C-401

SEGMENT R-2 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SEGMENT R-2 FLOODWALL/BULKHEAD STOP LOG CLOSURE STRUCTURE PLAN AND ELEVATION

SEGMENT R-2 RAILROAD SILL PLAN, ELEVATION, SECTIONS AND DETAIL

SEGMENT R-2 SLAB MONOLITHS NOS 1 & 3 PLAN AND SECTIONS

S-502SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 2

S-503SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 3

S-505

NOT USED

SEGMENT R-2 DRAINAGE STRUCTURE ELECTRICAL PLAN

NOT USED

C-313

C-314

C-315

C-316

C-317

84 CG102

CG10385

CG10486

87 C-108SEGMENT T CONTRACTOR’S ACCESS PLAN

89 C-505

90 C-506

54 SEGMENT R-2 MISCELLANEOUS DETAILS E-501

HYDROLOGIC DATA RARITAN RIVER DOWNSTREAM OF GREEN BROOK

HYDROLOGIC DATA GREEN BROOK DOWNSTREAM OF VOSSELLER BROOK

SEGMENT T CONSTRUCTION DETAILS SHEET 1

SEGMENT T CONSTRUCTION DETAILS SHEET 2

88 C-109

SEGMENT R-2 LEVEE AND FLOODWALL CROSS SECTIONS STA. 77+50 TO STA. 81+00

SEGMENT R-2 LEVEE AND FLOODWALL CROSS SECTIONS STA. 81+50 TO STA. 83+41.45

SEGMENT R-2 DRAINAGE PLAN AND PROFILES

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 3 C-503

SEGMENT T ACCESS ROAD PLAN, PROFILE AND SECTION

C-318

SEGMENT T LEVEE PLAN STA. 0+00T TO STA. 7+50T

SEGMENT T LEVEE PLAN STA. 7+50T TO STA. 13+50T

SEGMENT T LEVEE PLAN STA. 13+50T TO STA. 19+81.58T

SEGMENT T LEVEE PROFILE STA. 0+00T to STA. 15+00T

SEGMENT T LEVEE PROFILE STA. 15+00T to STA. 20+00T

C-402SEGMENT T LEVEE PEDESTRIAN BRIDGE - PLAN AND SECTION

SEGMENT T LEVEE CROSS SECTIONS STA. 0+00T TO STA. 1+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 2+00T TO STA. 2+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 3+32T TO STA. 3+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 3+75T TO STA. 4+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 4+50T TO STA. 5+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 5+50T TO STA. 7+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 7+50T TO STA. 9+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 9+50T TO STA. 11+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 11+50T TO STA. 12+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 13+00T TO STA. 13+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 14+00T TO STA. 14+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 15+00T TO STA. 15+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 16+00T TO STA. 16+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 17+00T TO STA. 17+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 18+00T TO STA. 18+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 19+00T TO STA. 19+81T

SEGMENT T EROSION CONTROL PLAN STA. 0+00T TO STA. 7+50T

SEGMENT T EROSION CONTROL PLAN STA. 7+50T TO STA. 13+50T

SEGMENT T EROSION CONTROL PLAN STA. 13+50T TO STA. 19+81.58T

SEGMENT R-2 DRAINAGE STRUCTURE PLAN, SECTION AND DETAILS

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 4 C-504

NOT USED

C-403

GI002

INDEX SHEET NO.1

INDEX SHEET NO.2

C-101SEGMENT R-2 CONTRACTOR’S ACCESS AND STAGING AREA

SEGMENT R-2 LEVEE AND FLOODWALL PLAN STA. 78+34.10 TO STA. 83+41.45

SEGMENT R-2 LEVEE AND FLOODWALL PROFILE STA. 77+00 TO STA. 83+41.45

SEGMENT R-2 EROSION CONTROL PLAN

37 S-402

SEGMENT R-2 T-WALL MONOLITH NO. 1 & 2 PLAN, SECTIONS, ELEVATION AND DETAIL

S-40439

S-501SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 141

S-40642

45 S-504SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 4

47 S-408

SEGMENT R-2 DRAINAGE STRUCTURE SECTIONS

SEGMENT R-2 DRAINAGE STRUCTURE SUPPORT OF EXCAVATION SECTIONS AND NOTES

E-20153 SEGMENT R-2 DRAINAGE STRUCTURE ELECTRICAL CONDUIT PROFILE

55 NOT USED

PLAN, ELEVATION AND SECTION

92 C-507

SECTION AND DETAILS

93 C-508

94 NOT USED

SEGMENT R-2 DRAINAGE STRUCTURE - REINFORCEMENT PLANS

SEGMENT R-2 SLAB MONOLITH NO. 2 PLAN AND SECTIONS

SEGMENT R-2 PARTIAL PLAN AT DRAINAGE STRUCTURE

SEGMENT T CONTROL BUILDING PROPOSED EXHAUST FAN MODIFICATION

SEGMENT T CONTROL BUILDING PROPOSED EXHAUST FAN MODIFICATION - DETAILS

SEGMENT R-2 ACCESS ROAD PLAN AND PROFILE

GENERAL NOTES SHEET #1

SEGMENT R-2 T-WALL MONOLITH NO.2 PLAN AND SECTION

SEGMENT R-2 T-WALL MONOLITHS NOS. 3&4 PLANS AND SECTIONS

SEGMENT R-2 DRAINAGE STRUCTURE - PLAN AND DETAILS

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

GI002

.G .M

R .O .U

T .C .M

R .H

E X S

H E

E T N

O .2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

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O T D

A T

D A

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M A

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D E

S C

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D A

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C O

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M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

N D

X .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

G B

S E

G I0

N D

X .d g n

SHEET OF 124

O C

T O

B E

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

S-409

S-303

V-102

V-103

V-104

INDEX OF DRAWINGS

SEGMENT T - STRUCTURAL

SEGMENT T - SURVEY

S-410SEGMENT T EXISTING DRAINAGE STRUCTURE NO. 21 PLAN AND SECTION

V-105

V-106

V-107

SEGMENT T EXISTING TOPO SHEET 1

SEGMENT T EXISTING TOPO SHEET 2

SEGMENT T EXISTING TOPO SHEET 3

SEGMENT T EXISTING TOPO SHEET 4

SEGMENT T EXISTING TOPO SHEET 5

SEGMENT T EXISTING TOPO SHEET 6

SEGMENT T PUMP HOUSE CURB SECTIONS

100 SEGMENT T PUMP HOUSE CURB, PARTIAL PLAN

103 E-502

110 NOT USED

L-101

LP501

SEGMENT T LANDSCAPE PLAN

SEGMENT T LANDSCAPE DETAILS

SEGMENT T LANDSCAPE NOTES97

LP001

LP002SEGMENT T LANDSCAPE SEEDING TABLES AND NOTES

SEGMENT T - LANDSCAPE

99 NOT USED

EAST MAIN STREET STORM SEWER IMPROVEMENTS

GENERAL PLAN GI007

GI008

C-110

C-111

PLAN VIEW SHEET #1

PLAN VIEW SHEET #2

C-112

C-113

PLAN VIEW SHEET #3

C-114

C-115

PAVING CONSTR. PLAN SHEET #1

PAVING CONSTR. PLAN SHEET #2

PAVING CONSTR. PLAN SHEET #3

C-204

C-509

C-510

B-605

PROFILES

DETAILS SHEET #1

DETAILS SHEET #2

BORINGS

V-108

V-109

EAST MAIN STREET 6+00 TO 12+00 SURVEY AS-BUILT

PLAN STA. 0+00 TO 5+50 SURVEY AS-BUILT PLAN -1-

SEGMENT T - ELECTRICAL

GENERAL NOTES - SHEET #2

SEGMENT T - ELECTRICAL DETAILS

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

GENERAL

CIVIL

REFERENCE DRAWINGS

GI003

.G .M

A B

B R

E V

N S

R .O .U

GASKET(ED)GKT

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

GASG

FUTUREFUT

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

FRAMINGFRMG

FRAMEFR

FIRE RESISTANTFR

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FIBER OPTICFO

FOUNDFND

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLANGEFLG

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FIXEDFIX

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FIBERGLASSFGL

FORWARDFF

FAR FACEFF

FLARED END SECTIONFES

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FLOOR DRAINFD

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FLOOD WALLF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEX, EXIST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

EACH WAYEW

ESTIMATE (D)EST

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINENTR

ENCLOSE (URE)ENCL

EMERGENCYEMER

ELECTRICELEC

OR BUILDING

ELEVATION - GRADEEL, ELEV

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

EAST, EASTBOUNDE, EB

DRIVEWAYDWY

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DRAINDR

DOORDR

DOWNDN

DEAD LOADDL

DIVISIONDIV

DISCONNECTDISC

DIMENSIONDIM

DUCTILE IROP PIPEDIP

DIAPHRAGMDIAPH

DIAGONALDIAG

DIAMETERDIA

DROP INLETDI

DETAILDET

DEPARTMENTDEPT

DEMOLITIONDEMO

DEGREEDEG

DITCH EXCAVATIONDE

CURB

DROP CURB, DEPRESSEDDC

DOUBLEDBL

DATUMDAT

COLD WATERCW

CEILING VENTCV

YDCUBIC YARDSCU

FTCUBIC FEETCU

CENTERCTR

CENTER TO CENTERCTO C

DEFINITIONABBREVIATION

SHEETSHT

SHOULDERSHLDR

STATE HIGHWAY DEPARTMENTSHD

SQUARE FEETSF

SEQUENCESEQ

SECTIONSECT

STORM DRAINSD

SCREENSCRN

SCHEDULESCHED

SANITARYSAN

SOUTH, SOUTHBOUNDS,SB

RIVETRVT

REVERSERVS

ROUTERTE

RAILROADRR

RISERR

RIGHT OF WAYROW,RW

ROUGH OPENINGRO

CONDUIT

RIGID NON-METALLICRNMC

ROUNDRND

RIGID METALLIC CONDUITRMC

ROOMRM

RAILINGRLG

RIGHT HANDRH

ROUGHRGH

ROOFINGRFG

REVISIONREV

RETURNRET

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REFLECTREFL

REFERENCEREF

ROAD, ROADWAYRD,RDWY

ROOF DRAINRD

REINFORCED CONCRETE PIPERCP

CULVERT PIPE

REINFORCED CONCRETERCCP

RUBBERRBR

RADIUSR

QUANTITYQTY

QUARTERQTR

QUARTQT

TANGENCY, PAVEMENT

POINT OF VERTICALPVT

INTERSECTION

POINT OF VERTICALPVI

PAVINGPVG

POINT OF VERTICAL CURVATUREPVC

POLYVINYL CHLORIDE PIPEPVC

PAVEDPV

POINTPT

POINT OF TANGENCYPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PROPOSEDPROP

POINT OF REVERSE CURVEPRC

PRECAST, PRESTRESSED CONCRETEPPC

POWER POLEPP

POINT ON TANGENTPOT

POINT ON LINEPOL

POINT OF ENDINGPOE

POINT ON CURVEPOC

POINT OF CONTACTPOC

POINT OF BEGINNINGPOB

PAINT(ED)PNT

PANELPNL

PLYWOODPLYWD

PILINGPLG

PLUMBINGPLBG

PLATFORMPLAT

PROPERTY LINEPL

PROFILE LINEPL

PLATEPL

PARKER KAYLON MASONRY NAILPK

POINT OF INTERSECTIONPI

PHASEPH

PROFILE GRADE LINEPGL

PERIMETERPERIM

PERFORATE (D)PERF

PEDESTALPED

CYLINDER PIPE

PRESTRESSED CONCRETEPCCP

PRECAST CONCRETEPCC

POINT OF CURVATUREPC

PARALLELPAR

POLEP

OUT-TO-OUTOTO

OPERATIONSOPS

OPPOSITEOPP

OPENINGOPNG

OVERHEADOH

OFFICEOFF

OUTLET CONTROL STRUCTUREODS

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

CORPS OF ENGINEERS

NEW YORK DISTRICTNYD

DEFINITIONABBREVIATION

YARD DRAINYD

YARDYD

CROSS SECTIONX-SECT

EXTRA STRONGXS

TRANSFORMERXFMR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WATERSTOPWS

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WATER METERWM

WIRE MESHWM

WALL LINEW/L

WIDE FLANGEWF

WINDOWWDW

WOODWD

WHITE CONCRETE VERTICAL CURBWCVC

WITHW/

WATER MAINW

WEST, WESTBOUNDW,WB

VENT THRU ROOFVTR

VOLUMEVOL

VERTICALVERT

VENTILATOR(TION)VENT

VERTICAL CURVEVC

VARIABLE, VARIESVAR

VALVEV

VOLTV

UTILITYUTIL

UNITED STATES GEODETIC SURVEYUSGS

CORPS OF ENGINEERSUSACE

OF ENGINEERS

UNITED STATES ARMY CORPSUSACE

UTILITY POLEUP

UNLESS NOTED OTHERWISE UNO

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERGROUNDUGND,U/

UNDERDRAINUD

TYPICALTYP

TELEVISIONTV

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOWNSHIPTWP

TEST PILETP

TRAVERSE POINTTP

TOPOGRAPHYTOPO

TOP OF CONCRETE/CASTINGTOC

TOP OFTO

THICK(NESS)THK

THEORETICAL GRADE LINETGL

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONET,TEL

TRENCH DRAINTD

TOP OF CURBTC

TOP AND BOTTOMT&B

TO BE REMOVEDTBR

TO BE ABANDONEDTBA

TOP OF BANKTB

TANGENTTAN

SYSTEMSYS

SYMMETRICALSYM

SQUARE YARDSSY

SWITCHBOARDSWBD

SIDEWALKSW,SDWK

SWITCHSW

SHEET VINYLSV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STORYSTR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STABILIZATIONSTAB

STATIONSTA

STREETST

STAINLESS STEELSST

SLOTTED GUIDE RAIL TERMINALSRT

SQUARESQ

SPECIFICATIONSPEC

SPECIALSPCL

SPACERSPC

SPACING, SPACESSPA

SHUT OFF VALVESOV

SUBBASE OUTLET DRAINSOD

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SIMILARSIM

SURVEY LINESL

SHELVINGSHV

SHEATHINGSHTHG

DEFINITIONABBREVIATION

R .H

T .C .M

CURB TRANSITIONCT

STEEL

CORROSIVE RESISTANTCRES

CONE PENETROMETERCP

COVERCOV

REPRESENTATIVE

CONTRACTING OFFICER’SCOR

CONTRACTORCONTR

CONTINUECONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COLUMNCOL

CUT-OFFCO

CLEANOUTCO

CORNERCNR

CONDUITCND

CONCRETE MASONRY UNITCMU

ARCHED

CORRUGATED METAL PIPECMPA

CORRUGATED METAL PIPECMP

CLEAR (ANCE)CLR

CLOSURECLOS

CONTRACT LIMIT LINECLL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

BREAKERBRK

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST IRON PIPECIP

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHECK CHK

CHAMFERCHFR

CEMENTCEM

CATCH BASINCB

CABINETCAB

BOTH WAYSBW

BETWEENBTWN

BASEMENTBSMT

BOTH SIDES BS

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BOTTOM OF SLABBOS

BOTTOMBOT

BOROUGHBORO

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BOULEVARDBLVD

BLOCKBLK

BUILDINGBLDG

BUILDING LINEBL

BASE LINEB.L.,B/L

BACKBK

BITUMINOUSBITUM/BIT

BEAM GUIDE RAIL ANCHORAGEBGRA

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOTTOM OF CURBBC

BULLETIN BOARDBB

AMERICAN WIRE GAUGEAWG

ACOUSTICAL WALL TREATMENTAWT

AVERAGEAVG

AVENUEAVE

AUTOMATICAUTO

ASPHALTASPH

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

STANDARDS INSTITUTE

AMERICAN NATIONALANSI

ALUMINUMALUM

ANCHORAHR

AHEDAH

ADJUSTABLE

ADJACENT,ADJOINING,ADJ

ADHESIVEADH

ADDENDUMADDM

ACCESS PANELACS PNL

ACCESS DOORACS DR

INSTITUTE

AMERICAN CONCRETEACI

ABUTMENTABU

ABANDONEDABAN

ABOVEABV

ANCHOR BOLTAB

DEFINITIONABBREVIATION

NOT TO SCALENTS

NOT REQUIREDN’REQD

NUMBERNO

NORMALLY OPENNO

NOT IN CONTRACTNIC

ASSOCIATION

NATIONAL FIRE PROTECTIONNFPA

NEAR FACENF

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICALNEMA

NO DIRECT PAYNDP

NATIONAL ELECTRICAL CODENEC

NATURALNAT

CORPS OF ENGINEERS

NORTH ATLANTIC DIVISIONNAD

NORTH/ NORTHBOUNDN/NB

METALMTL

MOUNTEDMTD

MOUNTMT

MILE POSTMP

MONUMENTMON

MODIFIEDMOD

MASONRY OPENINGMO

MISCELLANEOUSMISC

MINIMUMMIN

MANHOLEMH

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

MASONRY CONTROL JOINTMCJ

MAIL BOXMB

MAXIMUMMAX

MASONRYMAS

METER(S)M

LOUVERLVR

LIGHTINGLTG

LIGHTLT

LEFTLT

LOW POINTLPT/LP

LONGITUDINALLONG

LIMIT OF WORKLOW

LIMIT OF MILLINGLOM

LIMIT OF PAVEMENT (PAVING)LOP

LINTELLNTL

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LABELLBL

POUND(S)LB/LBS

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX,JB

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM,INTER

INTERIORINT

INSULATIONINSUL

INCLUDEDINCL

INCHIN

INSIDE DIAMETERID

HYDRAULICHYDR

HYDRANTHYD

HEADWALLHW

AND AIR CONDITIONING

HEATING, VENTILATINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOURHR

HIGH POINTHPT,HP

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

REINFORCED CONCRETE PIPE

HORIZONTAL ELLIPTICALHERCP

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAVY DUTYHD

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GROUTGT

GROUND SHOTGS

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GRATEGR

GROUNDGND

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

DEFINITIONABBREVIATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

A B

B .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

S E

G I0

A B

B .d g n

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T O

B E

Submitted by:

L E

G E

R .H

T .C .M

O .G .M

R .O .U

GI004

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

G D .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

G B

E G

G I0

L G

D .d g n

SHEET OF 124

O C

T O

B E

GV GV

COCO

Fiber

6"G

8"W

6"G

8"W or

U or

Sign or

12"S

SIGN

30 LF 15" RCP

MARSH

BORCL L

BUILDINGS

Mon

MON

T T

EXISTING PROPOSED

GENERAL

UTILITIES

DRAINAGE

ROADWAY

ITEM

LEGEND

EXISTING PROPOSED

MISCELLANEOUS ITEMS

BEAM GUIDE RAIL

GUIDE RAIL END TERMINALS

EDGE OF ROADWAY PAVEMENT

GROUND CONTOUR

BORING LOCATION

CONCRETE MONUMENT

CONCRETE BARRIER

EDGE OF SHOULDER PAVEMENT

GROUNDWATER OBSERVATION WELL LOCATION

CURB

SIGN

FENCE

TREES/SHRUBS

UNPAVED DITCH OR CHANNEL

DROP INLET OR CATCH BASIN

FLARED END SECTION

SANITARY SEWER

STREAM

MANHOLE

HEADWALL

UNDERDRAIN

STORM DRAIN

TRAFFIC LIGHT

WATER VALVE

GAS VALVE

JUNCTION BOX

CLEANOUT

WATER HYDRANT

WATER MAIN VALVE

POWER LINE UNDERGROUND

PETROLEUM PIPELINE

FIBER OPTIC

MANHOLE

GAS PIPELINE

UTILITY POLE

WATER MAIN

TELEPHONE OR COMMUNICATIONS LINE UNDERGROUND

TELEPHONE OR COMMUNICATIONS LINE OVERHEAD

POWER LINE OVERHEAD

CABLE TV

TREE TO BE REMOVED

CENTERLINE OR BASELINE

RIPRAP

COUNTY OR MUNICIPAL LINE

EXISTING TOPOGRAPHY

EASEMENT LINE

RAILROAD

SILT FENCE

TEST PIT

15" RCP

30 LF 15" RCP

CB CB

PROPERTY LINE

LEVEE

POND/ GRADED SLOPE

RIGHT OF WAY

WORKING AREA

LIMIT OF CONTRACTORS

PLUG

TOE OF SLOPE

TURF REINFORCEMENT MAT

SURVEYING, PLLC

LIMIT OF SURVEY BY ROGERS

LIMIT OF DISTURBANCE

McKIM & CREED

LIMIT OF SURVEY BY

MONUMENT (SETTLEMENT)

Submitted by:

GI005

R .H

T .C .M

O .G .M

R .O .U

CABLE

UTILITY MARKOUT

ELECTRIC

GAS

LOCATION SERVICE 1-800-272-1000

GARDEN STATE UNDERGROUND PLANT

UTILITIES

(732) 764-3243

SAMUEL SMITH

JONATHAN HALLENBACK, ELECTRIC DISTRIBUTION

SOMERSET, NJ 08873

474 WESTON CANAL ROAD

PUBLIC SERVICE ELECTRIC & GAS COMPANY

(732) 317-7366

MATT DECKMAN

TINTON FALLS, NJ 07753

40 PINE STREET

CABLEVISION

TELEPHONE

CHRIS OGRODNIK (732) 418-5601

NORTH BRUNSWICK, NJ 08902

445 GEORGES RD. 2ND FLOOR

VERIZON-NEW JERSEY, INC.

WATER

SEWER

SEWER REPRESENTATIVE

SOMERSET COUNTY:

ROB VILLEE (732) 968-2471

MIDDLESEX, NJ 08846

200 CLAY AVENUE

SEWERAGE AUTHORITY (PARSA)

PLAINFIELD AREA REGIONAL

LEN PANNUCCI (973) 430-5135

NEWARK, NJ 07102

80 PARK PLACE

PUBLIC SERVICE ELECTRIC & GAS COMPANY

(908) 791-3456

MIKE BANGE - MARK LOMBARDI

PLAINFIELD, NJ 07062

1341 NORTH AVENUE

(ELIZABETHTOWN WATER COMPANY)

NEW JERSEY AMERICAN WATER

(609) 512-3900

DANIEL MADDEN, PE

TRENTON, NJ 08648

1200 LENOX DRIVE, SUITE 101

KUPPER LLC

FIBER OPTIC CABLE

RICHARD KIKER (917) 939-2539

NEW YORK, NY 10011

1118 8th. AVENUE 12th. FLOOR

ZAYO

(908) 231-7024

SOMERVILLE, NJ 08876

20 GROVE STREET

MATTHEW D. LOPER

COUNTY ENGINEER

S H

E E

G E

N E

R A

L N

O T

E S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

N T

E .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

G B

E G

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AND REQUEST FOR AUTHORIZATION (RFA).

THE CONTRACTOR SHALL OBTAIN SOIL CONSERVATION DISTRICT CERTIFICATION

CONTRACTING OFFICER.

TO, OR AS NEAR TO THEIR ORIGINAL CONDITION, AND AS DIRECTED BY THE

THOSE AREAS ADJACENT TO THE CONSTRUCTION ACTIVITIES SHALL BE RESTORED

LANDSCAPING PLANS.

SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES AS INDICATED ON THE

TREES THAT ARE NOT DEPICTED ON THE PLAN AS DESIGNATED FOR REMOVAL

APPROVAL BY THE COUNTY INSPECTOR PRIOR TO FELLING.

ALL TREES TO BE CUT SHALL BE FIELD MARKED BY THE CONTRACTOR FOR

MATERIAL SUBJECT TO DECOMPOSITION.

ALL EARTH FILL SHALL BE FREE FROM BRUSH, ROOTS AND OTHER ORGANIC

DENSITY (ASTM D-698).

COMPACTION OF ALL FILL MATERIALS SHALL BE TO 95% STANDARD PROCTER

AS DIRECTED BY THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL CAREFULLY PLACE ITEMS ONTO ADJOINING OWNERS LAND

CONSTRUCTION. FOR THOSE ITEMS STILL REMAINING PRIOR TO CONSTRUCTION,

REMOVAL OF SUCH ITEMS SEVEN DAYS PRIOR TO THE BEGINNING OF

PROVIDE WRITTEN NOTIFICATION TO ALL ADJOINING OWNERS REQUESTING

AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

PRIVATE LANDSCAPING ITEMS WITHIN COUNTY/MUNICIPAL RIGHT-OF-WAY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAREFULLY REMOVING ALL

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

CONTRACTING OFFICER AND THE RESPECTIVE UTILITY OWNERS.

THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE

REPRESENTATIVE.

NETWORK BY THE CONTRACTOR IN COORDINATION WITH CONTRACTING OFFICER’S

EXISTING DRAINAGE NETWORK SHALL BE CONNECTED TO THE PROPOSED DRAINAGE

ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.

THEREOF SHALL BE INCLUDED IN THE BID PRICE.

CONSTRUCTION. SEPARATE PAYMENT WILL NOT BE MADE FOR THIS TASK. COSTS

ANY CONFLICTS WILL OCCUR. UTILITIES SHALL BE PROTECTED FROM DAMAGE DURING

HORIZONTALLY AND VERTICALLY PRIOR TO THE START OF ANY WORK TO DETERMINE IF

MARK-OUTS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH

CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES FOR FIELD

THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE.THE

START OF ANY WORK ADJACENT TO N.J. TRANSIT RAILROAD TRACKS.

TRANSIT RIGHT-OF-WAY,TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO THE

SHALL SUBMIT A PLAN, FOR CONTROLLING RUNOFF DRAINAGE ADJACENT TO THE N.J.

ROUTED ONTO N.J. TRANSIT RIGHT-OF-WAY DURING CONSTRUCTION. THE CONTRACTOR

UNDER NO CIRCUMSTANCES SHALL ADDITIONAL STORMWATER OR DEWATERING FLOW BE

STEEL SHEET PILING SHALL BE USED TO PROTECT THE TRACK(S).

FOR EXCAVATION OF STRUCTURES WITHIN THE RAILROAD EMBANKMENT, INTERLOCKING

THE INSTALLATION AND REMOVAL OF RAIL AND TRACK SUPPORTS.

NECESSARY ARRANGEMENTS TO REIMBURSE N.J. TRANSIT FOR ALL COSTS ASSOCIATED WITH

TRACK MATERIAL, SHALL BE PERFORMED BY N.J. TRANSIT. THE CONTRACTOR SHALL MAKE

UNLESS OTHERWISE AGREED, ALL WORK INVOLVING RAIL AND TRACK SUPPORT AND RELATED

OF TIME TO GET NECESSARY APPROVALS. NO TIME EXTENSIONS OR MODS APPLY.

REVIEW AND APPROVAL. CONTRACTOR SHALL BE REQUIRED TO ALLOW SUFFICIENT PERIODS

WILL ALSO FORWARD THE SUBMITTALS TO THE NEW JERSEY TRANSIT RAILROAD FOR ITS

SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO THE CONTRACTING OFFICER, WHO

THE RAILROAD TRACK INFLUENCE LINE AS DEFINED BY A 1.5H TO 1V ANGLE OF REPOSE

STRUCTURES WITHIN THE GREATER OF 25 FEET OF THE RAILROAD TRACK CENTER LINES ON

SUBMITTALS OF DESIGN DETAILS, SHOP DRAWINGS, ETC. OF ALL TEMPORARY RETAINING

FOR CONTRACTORS. SEE GENERAL NOTE 21.

DRAWINGS.CONTRACTOR AND CREW MAY NEED TO TAKE NJ TRANSIT RAIL SAFETY TRAINING

HORIZONTAL CLEARANCES THAT DIFFER FROM THE ONES SHOWN ON THE CONTRACT

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

THE CONTRACTOR SHALL STAKE OUT THE STOP LOG GATE ALIGNMENT PRIOR TO

PERFORMING ANY WORK WITHIN THE RAILROAD SERVITUDE.

THE CONTRACTOR SHALL NOTIFY AND OBTAIN A PERMIT FROM NEW JERSEY TRANSIT BEFORE

CONSIDERED TO BE ABOVE RCRA THRESHOLD FOR HAZARDOUS WASTE.

THE GOVERNMENT IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS BUT IS NOT

REGULATORY LEVELS AND MUST BE PROPERLY DISPOSED OF AT NO ADDITIONAL COST TO

FOR SEGMENT R-2 CONTRACTOR SHOULD ASSUME ALL EXCAVATION MATERIAL IS ABOVE

AT LOCATIONS SHOWN ON SHEETS C-105 THROUGH C-107.

THE CONTRACTOR SHALL INSTALL SETTLEMENT MONUMENTS ON THE CREST AND ON THE TOE

ACHIEVE THE COMPACTION REQUIREMENTS AS PER CONTRACT SPECIFICATIONS.

THE MINIMUM NUMBER OF PASSES (COVERAGES) AND MAXIMUM LOOSE LIFT THICKNESS TO

SPECIFICATIONS, THE CONTRACTOR SHALL DEMONSTRATE TO THE CONTRACTING OFFICER

IF THE CONTRACTOR CHOOSES TO USE COMPACTION EQUIPMENT NOT SPECIFIED IN CONTRACT

ALONG THE ALIGNMENT OF THE EMBANKMENT.

THE APPROVAL OF THE CONTRACTING OFFICER, DEPENDING ON THE ACCESS RESTRICTIONS

THE CONTRACTOR SHALL SELECT THE APPROPRIATE COMPACTION EQUIPMENT(S) SUBJECT TO

BE PLACED BETWEEN THE NEW EMBANKMENT MATERIAL AND THE RR EMBANKMENT.

EMBANKMENT ABUTS THE NJ TRANSIT RR EMBANKMENT. A LAYER OF FILTER FABRIC SHALL

EMBANKMENT DETAIL ON SHEET C-505. THIS SHOULD ASLO BE DONE WHERE NEW

BY CUTTING BENCHES (STEPS) ON THE EXISTING SLOPE AS SHOWN ON THE TYPICAL

THE CONTRACTOR SHALL KEY-IN THE NEW EMBANKMENT MATERIAL WITH THE EXISTING ONE

TOP SOIL SHALL BE SEPARATED AT NO ADDITIONAL COST TO THE OWNER.

TOP SOIL IS TO BE REUSED ANY EMBANKMENT FILL OR VEGETATED MATERIAL MIXED WITH

THE CONTRACTOR SHALL REMOVE THE TOP SOIL AS SHOWN ON THE CONTRACT DRAWINGS. IF

ANNUAL N.J. TRANSIT RAIL TRAINING FOR CONTRACTORS.

CONTRACTOR AND CREW WORKING WITHIN 15 FEET OF THE TRACKS MUST ATTEND

SPECIFICATIONS.

METHODS TO SATISFY THE REQUIREMENTS STIPULATED IN CONTRACT DRAWINGS AND

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPOSE CONSTRUCTION

PLACEMENT AND COMPACTION FOR THE APPROVAL OF THE CONTRACTING OFFICER. IT

THE CONTRACTOR SHALL SUBMIT A DETAILED PROCEDURE REGARDING THE FILL

SYNONYMOUS.

CONTRACTING OFFICER’S REPRESENTATIVE, CONTRACTING OFFICER AND COR ARE

CONTRACTORS WORKING LIMITS.

CONSTRUCTION AND SAWCUT AND REPAIR ALL PAVED AREAS DAMAGED WITHIN THE

THE CONTRACTOR SHALL REPLACE ALL CURB AND SIDEWALK DISTURBED DURING

BY AND COORDINATED WITH THE CONTRACTING OFFICER’S REPRESENTATIVE.

THE PRIMARY STAGING AREA SHALL BE LOCATED BY THE CONTRACTOR. APPROVED,

FOR POSITIVE DRAINAGE.

THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION

THE TERM "PROJECT BASELINE" AND ABBREVIATION "B/L" ARE SYNONYMOUS.

THE PROJECT BASELINE (B/L), SHALL BE USED TO LAY OUT THE ALIGNMENT.

OFFICER.

SHALL BE BY THE ROUTES DESIGNATED OR APPROVED BY THE CONTRACTING

ALL EQUIPMENT OR MATERIALS HAULED TO OR FROM THE CONSTRUCTION SITE

ARE TO BE INCLUDED IN THE BID.

SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK. COSTS THEREOF

THE CONTRACTOR SHALL FURNISH, PLACE AND MAINTAIN SHEETING, BRACING,

ASSOCIATED WITH THIS CONSTRUCTION PROJECT.

EASEMENT PROVIDED AS LAID DOWN IN THE GENERAL PROPERTY PARCEL MAPS

IS RESPONSIBLE FOR PERFORMING WORK WITHIN THE RIGHT-OF-WAY AND

CONTRACT PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR

EXISTING RIGHT-OF-WAY AND PROPOSED EASEMENT LINES SHOWN ON THESE

UNLESS OTHERWISE NOTED.

DETAILS, AS SHOWN IN ANY SECTION, SHALL APPLY TO ALL SIMILAR SECTIONS

BROOK SHALL BE HELD PRIOR TO CONSTRUCTION.

AND REPRESENTATIVES OF THE COUNTY OF SOMERSET, AND THE BOROUGH OF BOUND

CONTRACTING OFFICER’S REPRESENTATIVE AND ATTENDED BY THE CONTRACTOR

A PRECONSTRUCTION MEETING ORGANIZED AND CHAIRED BY THE NYD

THAT APPROPRIATE CONSTRUCTION PROCEDURES CAN BE DEVELOPED.

PROJECT SITE DURING THE BID PHASE TO ASSESS THE ACCESS CONDITIONS SUCH

THE CONTRACTOR SHALL THOROUGHLY REVIEW CONTRACT DRAWINGS AND INSPECT THE

INCLUDED IN THE LUMP SUM BID.

METHODS TO KEEP EXCAVATIONS DEWATERED. COSTS THEREOF ARE TO BE

PAYMENT WILL BE MADE FOR PROVIDING AND MAINTAINING EQUIPMENT AND

FROM DAMAGE BY WATER DURING ALL STAGES OF CONSTRUCTION. NO SEPARATE

AND METHODS TO KEEP EXCAVATIONS FREE OF WATER AND PROTECT WORK

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT

STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES AND REGULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,

OFFICER.

BY SAME AT LOCATIONS SHOWN ON PLANS OR AS DESIGNATED BY THE CONTRACTING

ALL SIGNS AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED

PREVENT ACCIDENTAL FALL.

SHALL COVER/PROTECT EXCAVATED AREAS AT THE END OF EACH WORK DAY TO

PROTECT PUBLIC SAFETY AND ADJOINING PROPERTIES. THE CONTRACTOR TO

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS

OFFICER OF ANY DISCREPANCIES.

VERIFY ACTUAL DIMENSIONS IN FIELD AND NOTIFY THE CONTRACTING

BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED AND COORDINATED

IN NGVD 1929.

HORIZONTAL CONTROL DATUM IS IN NAD 27 AND VERTICAL CONTROL IS

BRIDGE CONSTRUCTION" FOR THE ACCESS ROAD.

SPECIFICATIONS AND "N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

UTILITIES

LANDSCAPINGGENERAL NOTES

SEGMENT T EMBANKMENT FILL PLACEMENT AND COMPACTION (SEGMENT T)

WORK ADJACENT TO RAILROADS

SEGMENT R-2 SOIL DISPOSAL

PATRICIA L. WALSH

SOMERSET COUNTY 2013

BOARD OF CHOSEN FREEHOLDERS

PETER S. PALMER, DIRECTOR

PATRICIK SCAGLIONE, DEPUTY DIRECTOR

ROBERT ZABOROWSKI

Submitted by:

E. HIGH STREET

A S

T R

E E T

SOMERSET STREET

READING RAILROAD

NEW JERSEY TRANSIT

(LEHIGH VALLEY RAILROAD)

NEW JERSEY TRANSIT

W E

L L

T E

L L

T E

L L

T E

L L

T E

L L

T E

L L

T E

w. 4’ CLF.

CONRAIL

E. 2n d STREET

EAST MAIN S

TREET

LINCOLN BLVD. (

ROUTE 60

VOSSELLER BROOK CHANNEL

RAILROAD SWITCH

5’ WROUGHT IRON FENCE

4’ CHAIN LINK FENCE

3.5’HAND RAIL

WELL

MONIT.

240’0 120’

SCALE:1"=120’

C-105

C-106

C-107

N 629,000

N 630,000

N 631,000

N 630,500

N 631,000

N 630,500

N 630,000

N 629,500

N 629,000

C-102

C-112C-111

C-101

C-110

C H

U R

C H

D R

A K

J O

GRAVEL

LOT

PARKING

ASPHALT

CONC. CURB

ASPHALT PARKING LOT

ASPHALT

DIRT ROAD

C O

N C

R E

T E

ASPHALT

GRAVEL

ASPHALT

GRAVEL

8’ CHAIN LINK FENCE

x x xx x x x x x

CONC. RETAINING WALL HEIGHT VARIES

GRAVEL

ASPHALT

CONC.

ASPHALT

CONC. WALK

ASPHALT

SIGNAL

DIRT ROAD

C B

C B x xx x x x x x

x x x x x x x x x x x x x x x x x x x x x x x x x x x x

TCBC

x x x x x x x x x x x x x x x x x x x x x x

MH-46D

Boulder

Monument

Flag Pole

Boulder

Monument

Rack

Bike

ON POLE

ELEC BOX

SIGNAL

A S P

H A

METER

WATER

x x x x x x x x x x x x x x x x x x

G R E E

N B

R O

O K

S O

M E

R S

U N

T Y

M I D

D L

E S

U N

T Y

M I D

D L

E S

U N

T Y

B O

R O

S O

M E

R S

U N

T Y

B O

R O

M I D

D L

E S

U N

T Y

S O

M E

R S

U N

T Y

A M

B R

O S E

B R

O O

STEEL GATE

12" HEADWALL

w. 4’ CLF.

12" HEADWALL

w.CLF.

HEADWALL

STEEL GATE

CENTER OF BROOK

B R

U S

W E

L L

T E

E L E

VALVE

CONTROL

SPRINKLER

WWWWWWVALVE

CONTROL

SPRINKLER

WWWWWW

VALVE

CONTROL

SPRINKLER

W W W W W W W

ELEC.

O P

W W

W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

0+0

1+00

2+0

3+00

4+00

5+00 6+00

7+00

8+00

9+00 10+00 10+26

30.50TC

W W

H Y D

Y D

H Y D

WV WV

Y D

WVWV

W V

10"W

10"W 10"W

6"W

10"W

10" W

1"W

36"TEL

12"G12"G 12"G12"G12"G

12"G 12"G

12"G

1" G

10" w

10" W

1"W

6"W

6"W w

12G

12" G

TRAF

T R

A F

T R

A F

T R

A F

SHD

TRAF

T R

A F

T R

A F

TRAF

T R

A F

T R

A F

TRAF

T R

A F

T R

A F

T R

A F

T R

A F

SHD

T E L

G G

D x x

BROOK

VOSSELLER

G R

O O

G R

O O

G R

O O

G R

O O

VOSSELLER BROOK

G R

O O

A M

B R

O O

GI006

K E

Y M

A P

R .U

T .C .M

O .G .M

W .S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I -G

P .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

S E

G I

G P .d g n

SHEET OF 124

O C

T O

B E

C B

T T T

T T

SEGMENT T

SEGMENT R-2

FLOWFLOW

O P

TOP OF SLOPE

O P

CHANNEL

12" HEADWALL

STEPS

CONC.

STEPS

CONC.

A S P

H A L T

A S P

H A L T

ABUTMENT

STONE

ABUTMENT

STONE

A B

U T

M E

N T

B U

R I E

W A T

E R

W A T

E R

WATER LINE

W A T

E R

W A T E R

W A T

E R

WATER

H A

T O

T R

E E T

CLF

TRAIL

CLF

DIRT ROAD

MH L

OCKED

MH LOCKED

(WATER)

RIM= 24.97

RIM=23.36

MH LOCKED

SAN

O H

S O

M E

R S

U N

T Y

M I D

D L

E S

U N

T Y

CONC.

UNPAVED DRIVE

30"

ELEC.

RARITAN RIVER

C.O.

R O A D

AIR

T R

A N

S F

O R

M E

SWITCH BOX

ELEC. BOX

R.R. TRACK

AIR

RIM 27.83

RIM23.03

RIM23.07

LOCKED

RIM23.06

S W

AIR

S S

F .F

E L E

CONC.

CURB

S x x x x x

N 629,500 x x x

’ S

T O

C K

A D

STOCKADE6’

’ C .L .F

6’

STOCKADE

STOCKADE6’

x x x x x x x

’ W

N C

FENCE3’ W

IRE

6’

STOCKADE

GRAVEL

CONC. CURB

A S

P H

R K

M E T

A M

S T E

C K

GRAVEL

CONC. CURB

CHANNEL

ELEC.

M E

T E

BRUSH LINE

CONC.PAD

POST

BOX

METER

CONC.

X X

CAP S

REBAR wit h

15.

78’

SOUTH

CAP F

OUND

IRON B

AR wit h

CAP S

REBAR wit h

CAP S

REBAR wit h

CAP S

REBAR wit h

CAP S

REBAR wit h

CAP S

REBAR wit h

CAP F

OUND

POST S

PK I

N F

ENCE

SURVEY C

19B, D

ATED 9

/17 /99

CONTROL P

OIN

T ASSOCIA

TES, I

NC.

PROPERTY S

URVEY AS P

M A

H A

T O

S T

E A

EAST MAIN STREET

M O

U N

V E

N U

CONC.

POST ON

WALL

STONE

S O

M E

R S

U N T

D L E S

U N T

O H

Submitted by:

VH601

O .G .M

W .S

R .U

T .C .M

A T M

O U

T H

G R

E E

N B

R O

D R

O L

O G

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

V H

H Y

D .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

G B

S E

V H

Y D .d g n

SHEET OF 124

O C

T O

B E

E l e v a t i o n i n e e t

V D

2000 4000 6000 80000

Discharge, in CFS

MONTHLY PRECIPITATION

P r e c i p i t a t i o n i n

I n c h e s

1991 1992 1993 1994 1995 1996 1997 1998 1999

WATER YEAR 1992 1993 1994 1995 1996 1997 1998 WATER YEAR 1999

1999 2000 2001 2002 2003 2004 2005 2006 2007

WATER YEAR 2000 2001 2002 2003 2004 2005 2006 WATER YEAR 2007

2007 2008 2009 2010 2011

WATER YEAR 2008 2009 2010 WATER YEAR 2011

Peak=1923 cfs at 04/02/1998

Peak=2616 cfs at 07/28/2004

Peak=2291 cfs at 03/29/2005

Peak=3102 cfs at 10/09/2005

Peak=7140 cfs at 04/16/2007

Peak=2675 cfs at 09/07/2008

Peak=2461 cfs at 12/12/2008

10000 12000 14000 16000 18000 20000

MINIMUM

SEPMAY AUGJULJUNAPRMARFEBJANDECNOVOCTSEPAUGJULJUNMAYAPRMARFEBJANDECNOVOCTOCT NOV DEC OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP JANFEB MAR APR MAY OCT NOV DECJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP DEC OCTJANFEB MAR APR MAYJUN JUL AUG SEP NOV DEC OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP JANFEB MAR APR MAYJUN JUL AUG SEP DECDEC

OCT NOV DEC OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP DEC JANFEB MAR APR MAYJUN OCT NOV DECJUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP DECDEC JANFEB MAR APR MAYJUN JUL AUG SEP

OCT NOV DEC OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP DEC JANFEB MAR APR MAYJUN JUL AUG SEP

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

AVERAGEMAXIMUM

T e m p e r a t u r e g r e s

. 120

D I

S C

H A

R G

S D I

S C

H A

R G

S D I

S C

H A

R G

-40

MONTHLY TEMPERATURE

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MINIMUMAVERAGEMAXIMUM

Peak=4433 cfs at 11/28/1993

Peak=3422 cfs at 01/19/1996

Peak=6020 cfs at 10/19/1996 Peak=8990 cfs at 09/17/1999

Peak=2344 cfs at 07/25/1997

Peak=2640 cfs at 03/10/1994

Peak=3184 cfs at 06/06/1992

Peak=2178 cfs at 12/11/1992

Peak=2376 cfs at 05/18/2000

Peak=2636 cfs at 12/11/2003

Peak=2080 cfs at 08/12/2000

Peak=1923 cfs at 06/02/2001

Peak=1160 cfs at 05/18/2002

Peak=1229 cfs at 11/17/2002

Peak=2008 cfs at 06/05/2003

Peak=8411 cfs at 03/14/2010 Peak=11970 cfs at 08/28/2011

Peak=1942 cfs at 04/17/2011

Station 11.

5. The rating curve shown is for Green Brook at River digital record for the period 1931-2001.

extremes shown were derived from the station’s available

New Jersey for the period 1971-2000. The temperature from the monthly normal records of the station: Plainfield,

4. The monthly temperature and precipitation data shown are except for the annual peak streamflow values as indicated.

3. The hydrographs shown represent mean daily discharges at mouth (drainage area= 65.13 square miles).

area= 48.62 mi2). Discharges were transposed to Green Brook

#01403900: Bound Brook at Middlesex, New Jersey (drainage

Watchung, New Jersey (drainage area= 5.51 square miles) and

Geological Survey stream gages #01403540: Stony Brook at

2. Discharge hydrographs are from the records of the U.S.

or interpolation.

only. The United States is not responsible for its accuracy

1. Hydrologic data is for the information of the contractor

NOTES:

RATING CURVES FOR GREEN BROOK AT MOUTH

STREAM FLOW - GREEN BROOK AT MOUTH

Submitted by:

VH602

O .G .M

W .S

R .U

T .C .M

G R

E E

N B

R O

O K

R A

A N R

E R D

O W

N S

T R

E A

M O

H Y

D R

O L

O G

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :5

P L

O T

T E

D B

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

E R

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INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

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ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

V H

H Y

D .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

G B

E G

V H

H Y

D .d g n

SHEET OF 124

O C

T O

B E

E l e v a t i o n e

V D

2000 4000 6000 80000

Discharge, in CFS

1991 1992 1993 1994 1995 1996 1997 1998 1999

WATER YEAR 1992 1993 1994 1995 1996 1997 1998 WATER YEAR 1999

1999 2000 2001 2002 2003 2004 2005 2006 2007

WATER YEAR 2000 2001 2002 2003 2004 2005 2006 WATER YEAR 2007

2007 2008 2009 2010 2011

WATER YEAR 2008 2009 2010 WATER YEAR 2011

10000 12000 14000 16000 18000 20000

OCT NOV DEC OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP OCT NOV DECJANFEB MAR APR MAYJUN JUL AUG SEP DEC JANFEB MAR APR MAYJUN JUL AUG SEP

D I

S C

H A

R G

S D I

S C

H A

R G

S D I

S C

H A

R G

10000

12000

10000

12000

10000

12000

MONTHLY PRECIPITATION

P r e c i p i t a t i o n i n

I n c h e s

MINIMUM

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

AVERAGEMAXIMUM

T e m p e r a t u r e g r e

-40

MONTHLY TEMPERATURE

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MINIMUMAVERAGEMAXIMUM

Peak=16114 cfs at 06/06/1992

Peak=21464 cfs at 12/12/1992 Peak=24533 cfs at 01/29/1994

Peak=12032 cfs at 03/09/1995 Peak=15147 cfs at 01/24/1998 Peak=75100 cfs at 09/17/1999

Peak=13536 cfs at 08/13/2000 Peak=14610 cfs at 03/30/2001

Peak=11387 cfs at 05/14/2002

Peak=13166.16 cfs at 03/24/1993

Peak=17149.2 cfs at 03/11/1994

Peak=45680 cfs at 01/20/1996

Peak=15157.68 cfs at 12/02/1996

Peak=12612.96 cfs at 07/25/1997 Peak=13276.8 cfs at 05/12/1998

Peak=13940.64 cfs at 03/22/1999

Peak=10123.56 cfs at 03/21/2003

Peak=17940 cfs at 06/04/2003 Peak=24745 cfs at 12/12/2003

Peak=15047.04 cfs at 02/07/2004 Peak=14383.2 cfs at 07/28/2004

Peak=16706.64 cfs at 09/29/2004

Peak=26508 cfs at 04/03/2005

Peak=26990 cfs at 10/12/2005

Peak=11949.12 cfs at 06/29/2006

Peak=18366.24 cfs at 11/09/2006

Peak=55080 cfs at…

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File details come from the government source that posted it. Updated Nov 14, 2017.